本文叙述了框剪结构中方案阶段的重要性。
This paper states essentiality of scheme phase in frame shearing structure.
本文着重探讨基于位移的框剪结构的优化设计。
This article focused on discussing about optimization of frame-shear structure basing on displacement.
结合工程实践介绍短肢剪力墙在框剪结构中的应用。
Combined with practical work, the application of short shearing wall in a frame-shear wall structure is introduced.
十五层多边形框剪大楼采用定向折叠爆破方案拆除。
By use of directional and folded blasting, a fifteen-storeyed and polygonal building with frame-shear wall was demolished.
讨论了框剪结构在弹性和弹塑性工作状态下楼层剪力的分配机理。
The distribution of storey shearing force in frame-shear wall structure is discussed.
分析结构参数单独变异，以及同时变异对框剪结构地震响应的影响。
An analysis is thus given to the effects of independent variation and simultaneous variation of structural parameters on the seismic dynamic response of frame shear structure.
使用ANSYS建立了半刚性连接钢管混凝土框剪结构的有限元模型。
ANSYS is employed to model the semi-rigid concrete filled steel stub frame-shear wall structure.
本文将QR法和样条加权残数法结合起来，求解高层框剪结构的地震动力反应。
In this paper, QR method and spline weighted residual method are combined to solve seismic responses of tall frame-shear wall structures.
分析了框剪结构中框架承担的最小地震剪力及框剪结构中剪力墙设楼层梁问题。
Minimum shear force required in the design of frame in frame-wall structure and necessity of story beam in shear wall are discussed.
以随机有限元理论为基础，将框剪结构的刚度、质量、阻尼等结构参数为随机变量。
Based on the theory of stochastic finite element, the structural parameters of frame shear structure including stiffness and mass and damping are simulated to be stochastic variables.
为改善钢筋混凝土框架剪力墙结构抗震设计，完善框剪结构自振周期计算经验公式。
To improve the seismic design of reinforced concrete frame-shear wall structures, the empirical formula for estimation of the fundamental periods were investigated, and a new formula was presented.
介绍了悬挂结构特点，利用奇异函数方法建立了悬挂框剪结构的侧移刚度矩阵和动力方程。
The properties of suspended structure are introduced and the singular function method is used to derive the lateral displacement stiffness matrix and the dynamic equations.
通过求解随机有限元的递推方程，得到框剪结构各层的地震动力响应均值和标准差历时曲线。
By solving recurrence equation of stochastic finite element, the duration curve of mean value and standard deviation of seismic response can be obtained for every floor of frame shear structure.
探讨了半刚性连接对框剪结构中剪力墙位移系数、弯矩系数、剪力系数和框架剪力系数等的影响；
The formulas to calculate the mentioned parameter for semi-rigid frame-shear wall structure are deduced by introducing eduivalent area moment of inertia .
框架剪力墙结构亦被称为框剪结构，它对竖向布置繁杂或平面、水平荷载较大的高层建筑十分适用。
The framework of the wall structure is also known as frame structure, it is suitable for vertical layout of the complex or flat, greater horizontal load for high-rise buildings.
本文将QR法和样条加权残数法结合起来，求解高层框剪结构的地震动力反应。先用QR法建立结构的振动方程，然后，用样条加权残数法来求解。
In this paper, QR method and spline weighted residual method are combined to solve seismic responses of tall frame-shear wall structures.
本文从对楼板刚性反应最敏感的构件(即框剪结构的底层中间框架)按刚、弹性计算的剪力误差值的分析入手，建立了一个由弹簧支承的水平深梁的模型。
A deep beam model with spring bearing is given, based on the analysis of middle frame of frame and shear wall structure ground floor, which is sensitivity to floor rigidity.
例如，Get - Date命令表面上来看，只是简单的打印出当前的日期和时间，但实际上它返回的是一个DataTime类型的对象，这个对象是。NET框剪的一部分。
For example, the Get-Date command on the surface may appear to just print out the current date and time. But in fact, it returns an object of type DateTime, which is part of the.net framework.
PPT2010中新增了四个形状工具，可以把多个自选图形进行叠加、消剪来拼绘出特殊形状，让个性标注框绘制变化得非常简单轻松。
PPT2010 added four shape tool, can cut the multi-channel graphics overlay, disappear to draw together the special shape, very simple character tagging box drawing change easily.
本文提出了框-剪结构震害预测方法，并使框架、框-剪和剪力墙三种结构体系的震害预测统一起来。
This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures.
本文提出了框-剪结构震害预测方法，并使框架、框-剪和剪力墙三种结构体系的震害预测统一起来。
This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures. The method can also be used for frame structures and shear wall structures.
另外，剪力墙结构也可以当作是框-剪结构的一种特殊情形来加以分析。
Furthermore, shear wall structure can be treated as a special case of wall-frame structures.
这些结构包括框架、剪力墙、框一剪、框筒和筒体结构。
Frames, shear wall, frame shear wall, frame tube and tube structures are included.
本文采用连续化方法对框-剪结构进行二阶分析。
Based on the continuum approach, a second order analysis of wall-frame structure is presented in this paper.
利用MRD对一有损伤钢筋混凝土框-剪偏心结构进行抗震加固，并进行振动台试验。
The shaking table experiment of seismic retrofitting of earthquake damaged RC frame shear wall structure using MRD is implemented.
利用MRD对一有损伤钢筋混凝土框-剪偏心结构进行抗震加固，并进行振动台试验。
The shaking table experiment of seismic retrofitting of earthquake damaged RC frame shear wall structure using MRD is implemented.
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